HomeMy WebLinkAboutR-409129r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLANDS
KING
.O. W.
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(1/ ; KING COUN Y _
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AS -BUILT
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024."
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423 N
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SSMH 10 48"
STA. 63+04.13, 0.00'
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443.24 RIM --0-O3. 65
429.68 10" IE IN-4z �-.19 (N)
429.49 10" IE OUT 030-9a (S)
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20' SEWER EASEMENT
REC. NO. 20150812000910
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EX. SSMH 2, DRS EX. MH
STA. 72+02.02, 0.00' i I
445.48 RIM
426.44 10" IE IN 2- (N)
REMOVE EX. SEWER STUB j I
10" IE IN 426.45 (NE)
10" IE OUT 426.14 (S)NN
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FINAL AS—BUILTS COMMENTS 2.28.24
REVISION
YLP 102.28.241 YLP
SURVEYED:
DESIGNED: YLP
DRAWN:
GLB
CHECKED:
YLP
APPROVED:
YLP
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE DATUM
IF NOT ONE INCH
SCALE ACCORDINGLY
KING COUNTY R.O. W. WORK
WORK SHOWN IN THIS AREA WITHIN SE 135TH STREET AND 166TH
AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE
REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK.
RESTORATION WITHIN KING COUNTY RIGHT OF WAY SHALL COMPLY
WITH KING COUNTY ROAD STANDARDS.
ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY
WITH AN OUTSIDE DIAMETER OF MORE THAN 4-INCHES SHALL BE
MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO
PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
NO TES:
1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O. W. SHALL BE PER THE
CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER
SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD
CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE
REPA VED.
2. REFER TO C39 FOR UTILITY CROSSINGS
LEGEND:
MAILBOX
UTILITY POLE
STREET LIGHT
LIGHT POLE
CATCH BASIN
SEWER MANHOLE
TELEPHONE RISER
SIGN
WATER METER
WA TER VAL VE
q
WATER BL O W OFF
FIRE HYDRANT
C.
DECIDUOUS TREE
CONIFEROUS TREE
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PROPOSED STORM DRAINAGE
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PROPOSED SANITARY SEWER
PROPOSED WA TER
NORTH
GRAPHIC SCALE
0 20' 40' 80'
1 INCH = 40 FT.
•
C TY OF
RENTON
Planning/Building/Public Works Dept.
S-409102
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn
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MAPLE HIGHLANDS DATE: 09.05.19
OFFSITE SANITARY SEWER PLAN FIELDBOOK:
PAGE:
DRAWING NO:
16210 SE 134TH STREET I C29
RENTON, WASHINGTON 98059 SHEET: OF:
29 41
DRS PROJECT NO. 17020